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Civil Works - Buildings

Special Repairs to VAO office Building at Thirumoolasthanam in Kattumannarkoil Taluk of Cuddalore District.

Public Works Department

Thirumoolasthanam | Cuddalore, Tamil Nadu

Amount: Refer DocsCloses: 21 Oct 2026

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Timeline

Published7 Oct 2026
Closes21 Oct 2026
Bid Opening22 Oct 2026

Tender Value

Refer Docs

EMD Value

₹3,300

Closing Date

21 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PWD Buildings C and M Division Cuddalore

Work Description

Special Repairs to VAO office Building at Thirumoolasthanam in Kattumannarkoil Taluk of Cuddalore District.

Tender Information

Tender ID

2026_PWD_711510_1

Reference Number

TN6-2/2026-2027/Dt 07.10.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

90 days

Location

Thirumoolasthanam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBoQ (.xls)

RequiredPWD Registered Contractor Certificate and Live Certificate for Class V and above (.pdf)

RequiredGST Registration and GST clearance last three months (.pdf)

RequiredIncome Tax clearance certificate for last FY (.pdf)

RequiredEducation Qualification Certificate of Technical personnel and Concern letter and Aadhaar Card (.pdf)

RequiredSimilar nature of Work Experience certificate with work done value (.pdf)

RequiredTender Documents with General Conditions of Signed Contract and Tender Notice (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3,300

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

7 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (49 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental ofﬁcers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	2.83	Cu.m	-	-
2	Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.	3.71	Cu.m	-	-
3	Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	1.54	Cu.m	-	-
4	Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers -Mixing by mechanical means	0.65	Cu.m	-	-
5	Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for ﬂooring including laying, consolidating, ﬁnishing, rendering the top surface rough to receive the ﬂoor, curing, etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental ofﬁcers - Mixing by mechanical means	0.38	Cu.m	-	-
6Brick work in Cement Mortar 1 : 6 using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.
6.01	For Foundation and Basement	1.05	Cu.m	-	-
6.02	For Superstructure in Ground floor	0.56	Cu.m	-	-
7Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (Hoop iron reinforcement will be measured and paid for separately)
7.01	For Superstructure in Ground floor	3.78	Sq.m	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

2ThirumiilasthanamTenderconditions.pdf

Tender Documents • 1.00 MB

BOQ_854814.xls

BOQ • 0.32 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental ofﬁcers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

2.83

Cu.m

Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.

3.71

Cu.m

Supplying and ﬁlling in foundation, basement, etc with ﬁlling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

1.54

Cu.m

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers -Mixing by mechanical means

0.65

Cu.m

Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for ﬂooring including laying, consolidating, ﬁnishing, rendering the top surface rough to receive the ﬂoor, curing, etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental ofﬁcers - Mixing by mechanical means

0.38

Cu.m

6Brick work in Cement Mortar 1 : 6 using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.

6.01

For Foundation and Basement

1.05

Cu.m

6.02

For Superstructure in Ground floor

0.56

Cu.m

7Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers. (Hoop iron reinforcement will be measured and paid for separately)

7.01

For Superstructure in Ground floor

3.78

Sq.m